Pile group foundations subjected to seismically induced lateral spreading

被引:0
|
作者
Pamuk, A [1 ]
Zimmie, TF [1 ]
Abdoun, T [1 ]
机构
[1] Rensselaer Polytech Inst, Dept Civil & Environm Engn, Troy, NY USA
关键词
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
引用
收藏
页码:715 / 722
页数:8
相关论文
共 50 条
  • [1] Seismically induced lateral spreading of two-layer sand deposit and its effect on pile foundations
    Abdoun, T
    Dobry, R
    CENTRIFUGE 98, VOL 1, 1998, : 321 - 326
  • [2] Pile behavior during seismically-induced lateral spreading of liquefied sand
    Horikoshi, P
    Fujiwara, T
    Tateishi, A
    CENTRIFUGE 98, VOL 1, 1998, : 377 - 382
  • [3] Effect of Liquefaction Induced Lateral Spreading on Seismic Performance of Pile Foundations
    Gowda, G. M. Basavana
    Dinesh, S. V.
    Govindaraju, L.
    Babu, R. Ramesh
    CIVIL ENGINEERING JOURNAL-TEHRAN, 2021, 7 : 58 - 70
  • [4] Behavior of pile subjected to lateral spreading of liquefied soil
    Horikoshi, K
    Ohtsu, H
    Tateishi, A
    Tanaka, M
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 577 - 582
  • [5] Modelling of pile foundations subjected to cyclic lateral loading
    Zhang, F
    Kimura, M
    Nakai, T
    NUMERICAL MODELS IN GEOMECHANICS - NUMOG VII, 1999, : 437 - 442
  • [6] The Effects of Long-Duration Subduction Earthquakes on Inelastic Behavior of Bridge Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading
    Nasr, Jonathan
    Khosravifar, Arash
    GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS V: LIQUEFACTION TRIGGERING, CONSEQUENCES, AND MITIGATION, 2018, (290): : 617 - 625
  • [7] Centrifuge research of countermeasures to protect pile foundations against liquefaction-induced lateral spreading
    Abdoun, T
    Dobry, R
    Zimmie, TF
    Zeghal, M
    Gallagher, PM
    JOURNAL OF EARTHQUAKE ENGINEERING, 2005, 9 : 105 - 125
  • [8] Influence of group configuration on the lateral pile group response subjected to lateral load
    Abbas, Jasim M
    Chik, Zamri
    Taha, Mohd Raihan
    Electronic Journal of Geotechnical Engineering, 2010, 15 G : 1 - 12
  • [9] Performance of finned piles as a protection for a 2*2 group pile subjected to liquefaction-induced lateral spreading: A shake table investigation
    Khorashadizadeh, Moein
    Hosseini, Mir Ali
    Azizkandi, Alireza Saeedi
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2023, 170
  • [10] Numerical response of pile foundations in granular soils subjected to lateral load
    Adeel, Muhammad B.
    Aaqib, Muhammad
    Pervaiz, Usman
    Rehman, Jawad Ur
    Park, Duhee
    GEOMECHANICS AND ENGINEERING, 2022, 28 (01) : 11 - 23